HomeMy WebLinkAbout020-1439-07-000 (2)
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1301
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service
County
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 0 7 -Q 7-
Please "nt all information. vie Date
Personal information you provide f;b, uREj4 VMPri-Y s.15.04 (1) (m)).
Property Owner Ld I Property Location
ROSAMJI, L.L.C Govt. Lot na NW 1/4 NE 1/4 S 25 T 29 N R 19 W
MAY 1 3 20
Property Owner's Mailing Addres Lot # Block # Subd. Name or CSM# / ~7 3 3 1
2141 Cty Rd. C i Lip 7 na Indigo Pondsl J
City tate Zi~Cboft(P"member J City _ I Village 1/ Town Nearest Road
New Richmond WI 54017 715-24 - 1 Hudson Prairie Meadows Drive
0 New Construction Use: yJ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement _f Public or commercial - Describena
Parent material Sream terraces and pitted outwash plains Flood plain elevation, if applicable na
General comments ptklt `(Qj} ~
and recommendations: system elevation 93.85 ft, trenches spaced and depth to code 6.00 ft below grade
ia" S SP44, i
Boring # J Boring D 6
0 Pit Ground Surface elev. 99.85 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E GPD/ft' Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-9 10yr2/1 none sicl 2msbk mfr CS 2c .5 .8
2 9-16 10yr4/4 none sicl 2msbk mfr gw 1 c .4 .6
3 16-53 7.5yr4/4 none sicl 2msbk mfr gw na .4 .6
4 53-120 7.5yr4/6 none cos osg ml na na .7 1.6
COS <35% coarse fragments = 36" &
>35% - <60% = 60" below system
Boring # I Boring
0 Pit Ground Surface elev. 99.85 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10yr2/1 none sil 2msbk mfr CS 2c .5 .8
2 5-15 10yr4/4 none sicl 2msbk mfr CS 1 c .4 .6
3 15-42 7.5yr4/4 none sicl 2msbk mfr CS na .4 .6
4 42-120 7.5yr4/6 none cos osg ml na na .7 1.6
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L
CST Name (Please Print) Signature: J CST Number
David J. Steel248956
Address Steel Soil Service Date Evaluation Conducted Telephone Number
1564 CR GG, New Richmond, WI 54017 5/9/2003 715-246-5085
Property Owner ROSAMJI, L.L.C Parcel ID # pending Page 2 of 3
F ]Boring # Boring
Pit Ground Surface elev. 94.05 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 P *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-8 10yr211 none I 2msbk mfr gw 2c .5 .8
2 8-21 10yr3/2 none sil 2msbk mfr CS 1c .5 .8
3 21-48 10yr6/4 none sicl 2msbk mfr cs na .4 .6
4 48-55 7.5yr4/4 none sl 2msbk mfr gw na .5 .9
5 55-60 7.5yr4/6 c2d7.5yr5/6 Is osg mvfr gw na .7 1.2
6 60-120 7.5yr4/6 none Is osg mvfr na na .7 1.2
2 / O r) Horizon 5 has noncontigous mottling spots
❑ Boring # Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD *
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Boring # Boring
❑ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
*Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <-30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 3
STEEL'S SOIL SERVICE INC•
1564 CtY Rd GG
David J. Steel New Richmond,Wl 54017
CST-POWTSM ROSAMJI, L.L.C. Bus.(715) 246-6200
Lic. 4248956 NW 1/4,NE1/4,S25,T29N,R19W Fax (715) 246-9372
Town of Hudson, St- Croix C°-
Indigo Ponds Lot 7
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
not be as shown, as permanent lot lines were not established at
use. The location of this test may or may Legend
the time the soil test was conducted 1„ = 40'
RECEIVED A = Benchmark Ele. 100.OOFt
Top of 1/2" pvc Pipe
MAY ! • = Alt Benchmark E1e.100.05Ft
N 2 0 2003 Top of 112" pvc pipe
oT. oROix 0 =Borings
0i . Boring Elevations
Zorvi,N,o OFFicE
Bi = 99.85Ft
B2 = 99.95Ft
B3 = 94.05Ft
B4 = 00.00Ft
27'
F3
R 5-rof-
y`
z-ya~a'
`.057p,
n -e
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 1564 Cty Rd GG
CST-POWTSM ROSAMJI, L.L.C. New Richmond,WI 54017
Lic. #248956 NWl/4,NE1/4,S25,T29N,R19W Bus.(715) 246-6200
Town of Hudson, St. Croix Co. Fax.(715) 246-9372
Indigo Ponds Lot 7
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use. The location of this test may or may not be as shown, as permanent lot lines were not established at
the time the soil test was conducted. Legend
1" = 40'
♦ = Benchmark Ele. 100.00Ft
N Top of 1/2" pvc pipe
• = Alt Benchmark Ele. 100.0517t
Top of 1/2" pvc pipe
❑ = Borings
Boring Elevations
B1 = 99.85Ft
B2 = 99.85Ft
B3 = 94.05Ft
B4 = OO.OOFt
i
sry 1
27'
%d
y , sloes
a 3
057F',_
9,
;2,-2 7 ql
-PRAIRIE MEADO'
42 s1 _ 493.77_
86.00 9 63 C~4 ~p
u`S N t
04
SOL !98L
• DRAINAGE EASEMENT 6
- F ,
12111 S.F.
` ( - 780 }
o` 41.000 AC. N.e.P.A.) \ol~•
tN -1831
i
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-r-
;di I 1. r'~. - 35;03', ±n y 919 6 f : I 97744 S,F. j
rr
(2.244 AC.)
a f / I .1 ' ' i ^s 92458 (1.458 AC. N.8.PJ
(2.123 AC,) .l
. 8$27. = Z (2.0285 AC.}, (1.578 AC. N.B.P.A)
1(1.217 AC. N '
•
7 C.
1.442 AC N B.P.A.}
91811 S. t~. 87839 S.F.
c3~ (2.1 os ac.} (2.016 AC.} - - , ; - - -_T
(1.090 AC. N.B.P.A.} - 11.384 AC. N.B.P.A.)
`315.66' s • ,
022 ; w; 95-83';_-- J r
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From: ]ennifer Shillcox FW Indigo ponds Lot #6.txt
sent: Thursday, may 03, 2007 10:00 AM
To: 'williamjpeterson@comcast.net'
Cc: Ryan Yarrington; Kevin Grabau
Subject: FW: Indigo ponds Lot #6
Bill,
The DNR has determined that the pond on Lot #6 of Indigo Ponds is non-navigable;
therefore, County shoreland regulations do not apply and neither a land use permit
nor special exception permit are required if you decide to build on the lot in the
future.
Jenny Shillcox
Land use specialist
-----Original Message-----
From: Baumann, Dan G - DNR [mailto:Dan.Baumann@Wisconsin.gov]
Sent: Wednesday, may 02, 2007 4:15 PM
To: Jennifer Shillcox
Cc: Baumann, Dan G - DNR
Subject: Indigo ponds Lot #6
Jenny, we've determined that the pond/wet area on Lot #6 that you asked
me about is non-navigable.
Daniel G. Baumann, P.E.
Regional water Leader
West Central Region
(715) 839-3722
Dan.Baumann@dnr.state.wi.us
Page 1
Page 1 of 1
Pam Quinn
From: Pam Quinn
Sent: Wednesday, September 14, 20114:58 PM
To: 'steve west'; 'Mark Erickson'
Cc: Kevin Grabau; 'Wenholz, Michael D - DNR'; 'Pericak, David M - DNR'; Steve Olson; David
Fodroczi
Subject: Sarrack Lot 4 Indigo Ponds and Shoreland zoning
Attachments: Indigo Ponds wetland delineation.pdf
Hi All,
After extensive review of documents contained in the Indigo Ponds subdivision development folders, it
does not appear that lots in the northerly portion of the subdivision were intended to be subject to
Shoreland zoning requirements. The attached 2003 wetland delineation identified the area on Lot 6,
labeled "wetland" on the plat, as a depressional area, not a navigable water body. Mark Erickson has
taken time to research the navigability issue and provided support for a finding that the area on lot 6 is
non-navigable and should not be subject to the filling and grading permits required under county
Shoreland Zoning. The "depressional area" on lot 6 is within a recorded 75' setback and drainage
easement, which will provide a buffer against land disturbance occurring on adjacent lots. Permanent
stabilization of disturbed areas is required in Item 7.3 and erosion control during construction is required
in Item 7.9 of the recorded Declaration of Protective Covenants (Document 770482).
A hand-written note by a county staff member was attached to a copy of the preliminary plat, which
specified the following lots within 300' of the year-round Indigo Ponds as being subject to Shoreland
zoning: 36, 37, 38, 39, 40, 41, 45, 46, 57, 49, 50, 51, 52, and 53. The Town of Hudson zoning
ordinances are applicable for lot 4, but not the county Shoreland overlay district.
I have issued the sanitary permit for Lot 4 and recommend that the special exception and land use permit
applications be withdrawn. The application fees paid for the special exception and land use permit will be
refunded. The Sarracks may now obtain a building permit from Brian Wert and proceed with the
construction of their house, driveway and septic system subject to town ordinances and recorded
subdivision covenants.
Pamela .Quinn, Zoning Specialist (POWI'S)
St. Croix County Planning & Zoning Dept.
uoi Carmichael Road
Hudson, 'W1 54o16
715-386-468o
12amq@co.saint-eroix.wi.us
9/14/2011
~ R
From: Jennifer Shillcox
Sent: Tuesday, April 17, 2007 10:31 AM
To: 'dan.baumann@dnr.state.wi.us'
Cc: Ryan Yarrington; Kevin Grabau; Steve Olson
Subject: Lots 1 and 6, Indigo Ponds Subdivision
Hey Dan,
Thanks for getting back to me so quickly. As I mentioned over the phone, we met with a builder
who will be constructing houses on Lots 1 and 6 in the Indigo Ponds Subdivision in the Town of
Hudson. According to the builder, Lot 1 has a large pond which shows up as a drainage
easement on the preliminary plat. I am guessing this is a man-made storm water retention area
and that shoreland regs do not apply. On Lot 6, there is a small pond/wetland that shows up on
the preliminary plat as having an OHW elevation of 919.6 with a 75-foot setback platted. The
builder also submitted a copy of survey that shows the wetland having an OHW elevation of
923.86 per the final plat. I have attached a copy of the preliminary plat and the survey for your
review. I need verification on whether or not this is a navigable pond. Let me know what you
determine after you've seen the site on Monday. I appreciate your help!
Thanks again,
Jenny Shillcox
Land Use Specialist -
St. Croix County Planning & Zoning Department
1101 Carmichael Road
Hudson, WI 54016
Phone: 715-386-4682
Fax: 715-386-4686
iennifers a(~co.saint-croix.wi.us
Lot 6 Certificate of Lots 1 and 6 -
Survey.jp... Indigo Ponds Su...